J•DRAIN MVP Athletic Field Drainage - J

BRO-MVP-4P-0416
MVP
Maximum Velocity & Perfomance
Natural & Synthetic Turf
Field Drainage
Dependable Products
Desirable Costs
Proven Results
SAVE TIME AND MONEY WITH THE J•DRAIN SOLUTION!
[email protected]
www.j-drain.com
Enterprises, Inc.
292 S. Main St., Suite 200 Alpharetta, GA 30009
(800) 843-7569 (770) 442-1461
Natural Turf Fields
J•DRAIN MVP-6 WITH FITTINGS
Requires only shallow, narrow trenches
Less labor required
High flow capacity
Easy to handle and install
No gravel backfill needed
Very effective - No clogging
Athletic activities may be resumed after
a shorter period of time without fear of
damaging the turf
TRENCHING ACROSS FIELD
J•DRAIN MVP-6 PLACED IN TRENCH
J•DRAIN MVP-6 IN TRENCH / SAND BACKFILL
FIELD RETURNED TO PLAY
VERY COST EFFECTIVE: NARROW, SHALLOW TRENCHES CAN BE INSTALLED FOR A FRACTION
OF THE COST OF PIPE AND GRAVEL FILLED TRENCHES. LESS INTRUSIVE TO PLAYING AREA.
MVP
Maximum Velocity & Perfomance
Synthetic Turf Fields
MVP I
MVP II
Eliminates trench excavation costs
Very high flow rate
Easy installation
High compression strength
Large collection area
Amount of gravel backfill is
greatly reduced
J•DRAIN MVP-12 FOR LATERAL DRAINAGE
DRAINAGE LATERALS INTO SIDELINE TRENCH
SYNTHETIC TURF PLACED ON J•DRAIN
HIGH COMPRESSIVE STRENGTH
VERY COST EFFECTIVE: ELIMINATES ALL TRENCHES ACROSS FIELD WHILE SPEEDING UP
CONSTRUCTION TIME AND REDUCING INSTALLATION COST.
MVP
Maximum Velocity & Perfomance
BRO-MVP-4P-0416
MVP
Maximum Velocity & Perfomance
Typical Athletic Field Drainage Layout
Fittings
6 IN. COLLECTOR PIPE
1 % SLOPE TO DISCHARGE
END CAP
(6” only)
CROWN
SLOPE
1
%
PE
O
SL
SLOPE
ENDZONE
SPLICE
ENDOUT
ENDZONE
1
%
SL
O
PE
T CONNECTOR
(6” only)
PERFORATED
END CAP
(12” only)
45°
6 IN.
J•DRAIN MVP-6 or MVP-12
1 % SLOPE TO DISCHARGE
COLLECTOR PIPE
Cross Section Details
TURF AND PAD
GRAVEL
J•DRAIN MVP-12
NOTE: J•DRAIN MVP-6
is placed vertically
in narrow trenches
and sloped to
sidelines. Narrow
trenches are less
intrusive to playing
field.
SAND BACK FILL
NOTE: J•DRAIN MVP-12
is placed horizontally
across playing field
and sloped to sideline
trenches thus
eliminating crossfield
trenching.
12”
MIN.
J•DRAIN MVP-6
2”-3”
WIDTH
TYPICAL SYNTHETIC TURF DETAIL
TYPICAL NATURAL TURF DETAIL
Compressive Strength (ASTMD-1621)
Thickness (ASTM-1777)
In-Plane Flow (ASTMD-4716)
12,500 psf
1 In.
30 gpm/ft width
Roll
Core
Physical Properties
(598 kN/m2)
(2.54 cm.)
(372 lpm/m)
Roll Weight:
Roll Width:
Roll Length:
38 or 68 lbs. (17 or 30.5 kgs.)
6”,12”,& 18” (15,30, & 45 cm.)
165 ft.
(50.29 meters)
(Q&518 psf & Hydraulic gradient = .1)
MVP I Black Non-Woven
Fabric
Flow (ASTM D-4491)
CBR Puncture (ASTM D-6241)
2
2
140 gpm/ft
250 lbs.
MVP II Grey Spun-Bonded
(5704 lpm/m )
95 gpm/ft2
(3870 lpm/m2)
(1.11 kN)
225 lbs.
(1.0 kN)
AOS (ASTM D-4751)
70 U.S. Sieve (.212 mm)
50 U.S. Sieve
(.30 mm)
Grab Tensile (ASTM D-4632)
100 lbs.
(.45 kN)
110 lbs.
(.495 kN)
Mullen Burst (ASTM D-3786)
210 PSI
(1447 KpA)
90 PSI
(620 KpA)
U.V. Resistance (ASTM D-4355)
70% @500 hrs.
70% @500hrs.
The information contained herein is believed by JDR Enterprises, Inc. to be accurate and is offered solely for the customer’s consideration, investigation and verification. Determination of suitability for use is the responsibility of the user. JDR’s Limitiations, Limited Warranty,
& Disclaimer along with Standard Terms & Conditions apply. See www.j-drain.com for more info. Limitations: J-DRain is resistant to chemicals in normal soil environments. However, some reagents may affect the performance of J-DRain. A JDR representative should be
contacted for further information to determine the suitability of use of J-DRain in unusual soil environments. J-DRain should be limited to its exposure to ultra-violet sunlight. J-DRain should be backfilled or covered within seven days of installation. Disclaimer: All information,
drawings and specifications are based on the latest published information at the time of printing. JDR reserves the right to make changes due to manufacturing improvements and engineering at any time. All physical properties are minimum average roll values (MARV).
Standard variations of 10% in mechanical properties and 15% in hydraulic properties are normal.
[email protected]
www.j-drain.com
Enterprises, Inc.
292 S. Main St., Suite 200 Alpharetta, GA 30009
(800) 843-7569 (770) 442-1461